Uniform Building Code |
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Page 128
D = Dead load per square foot of area supported by the member. L = Unit live
load per square foot of area supported by the member. For storage live loads
exceeding 100 pounds per square foot, no reduction shall be made, except that
design ...
D = Dead load per square foot of area supported by the member. L = Unit live
load per square foot of area supported by the member. For storage live loads
exceeding 100 pounds per square foot, no reduction shall be made, except that
design ...
Page 142
^Pounds per lineal foot. 'Lateral sway bracing loads of 24 pounds per foot
parallel and 10 pounds per foot perpendicular to seat and footboards. 4A1I loads
are in pounds per lineal foot. Head block wells and sheave beams shall be
designed ...
^Pounds per lineal foot. 'Lateral sway bracing loads of 24 pounds per foot
parallel and 10 pounds per foot perpendicular to seat and footboards. 4A1I loads
are in pounds per lineal foot. Head block wells and sheave beams shall be
designed ...
Page 210
Conventional lumber diaphragms of Douglas fir-larch or southern pine may be
used to resist shear due to wind or seismic forces not exceeding 300 pounds per
lineal foot of width. The allowable strength shall be adjusted by the factors 0.82 ...
Conventional lumber diaphragms of Douglas fir-larch or southern pine may be
used to resist shear due to wind or seismic forces not exceeding 300 pounds per
lineal foot of width. The allowable strength shall be adjusted by the factors 0.82 ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part IIDefinitions and Abbreviations | 41 |
Requirements for Group A Occupancies SEC 601 Group A Occupancies Defined | 65 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved assembly automatic sprinkler system bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load diameter distance Division doors edge exceed exit exterior walls factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height horizontal inches installed joints joists lath least length less live load located longitudinal masonry materials maximum metal minimum nails noncombustible occupant load one-hour fire-resistive openings panels percent permitted plastic plate plywood portland cement prestressing protected ratio resist roof rooms shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel structure studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard unit vertical welds width wire wood wood shingles yield strength